libby87
Structural
- Oct 13, 2011
- 5
I am working on a classroom structure in Haiti. The walls are constructed of compressed stabilized earth blocks with rebar. The top course consists of a U-shaped block "ring beam" filled with reinforced concrete. The roof structure is a space frame made out of welded steel pipe or tubes, connected with crude node pieces which we're still working out how to fabricate down there.
I am trying to think of the best way to connect the roof to the wall, through the concrete in the ring beam, in a way that distributes the load along the wall as evenly as possible and helps the roof function as a flexible diaphragm to transfer lateral loads. Resources are limited and we cannot just order any steel section we like, but must work with the simplest configurations possible. Any ideas would be appreciated, or if anyone would like to chat about the trials I'm encountering with the space frame fabrication that would be great too. I have no previous experience designing in developing countries with no codes and limited material choices, and very few precedents to work from. Thanks!
I am trying to think of the best way to connect the roof to the wall, through the concrete in the ring beam, in a way that distributes the load along the wall as evenly as possible and helps the roof function as a flexible diaphragm to transfer lateral loads. Resources are limited and we cannot just order any steel section we like, but must work with the simplest configurations possible. Any ideas would be appreciated, or if anyone would like to chat about the trials I'm encountering with the space frame fabrication that would be great too. I have no previous experience designing in developing countries with no codes and limited material choices, and very few precedents to work from. Thanks!